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Quantifying Healing Based on Viscoelastic Continuum Damage Theory in Fine Aggregate Asphalt Specimen

机译:基于粘弹性连续体损伤理论在细骨料沥青标本中的定量愈合

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The ability of an asphalt mix to heal is an important property that influences the overall fatigue performance of the mix in the field. In this study, an experimental and analytical method based on viscoelastic continuum damage theory was developed to characterize the healing in an asphalt composite (fine aggregate matrix) as a function of the level of damage prior to the rest period and the duration of the rest period. Four different types of fine aggregate matrix (FAM) were tested to quantify overall healing at isothermal conditions. Two different verification tests were conducted to demonstrate that the percentage healing measured using the proposed method are independent of the sequence of loading or rest period. Results from the tests support the hypothesis that the healing characteristics determined using the proposed test method can be treated as a characteristic material property.
机译:沥青混合物愈合的能力是影响领域混合的整体疲劳性能的重要性质。在本研究中,开发了一种基于粘弹性连续损伤理论的实验性和分析方法,以表征沥青复合物(细骨料矩阵)中的愈合,作为休息时间前的损坏水平和休息时间的持续时间。测试四种不同类型的细骨料基质(FAM)以在等温条件下量化整体愈合。进行了两种不同的验证测试以证明使用所提出的方法测量的百分比愈合率与装载或休息时间的序列无关。测试结果支持使用所提出的试验方法确定的愈合特性可以作为特征材料性能治疗。

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